by ALDA »
Sat Mar 15, 2008 8:27 pm
G,
I WOULD SUGGEST YOU BUILD OR HAVE BUILT A 9" WALL (DOUBLE BRICK WIDTH)TO YOUR REQUIRED HEIGHT.
THE FOUNDATION TRENCH FOR THIS WALL SHOULD BE DUG OUT TO A DEPTH THAT ENSURES YOU ARE INTO SUB-SOIL/CLAY OR SUB-SOIL/GRAVEL AND TO THE WIDTH OF THE CONCRETE FOUNDATION.
THEN IN THIS COMPLETED TRENCH, A CONCRETE FOUNDATION SHOULD BE POURED. 9" TO 12" DEEP AND AT LEAST TWICE THE WIDTH OF THE WALL. (2 X 9" = 18")
THE WALL SHOULD BE BUILT IN THE CENTRE OF THE CONCRETE FOUNDATION/TRENCH. USE WATER/FROST PROOF ENGINEERING BRICKS IN THIS TYPE OF RETAINING WALL AND A STRONG MORTAR MIX.
(3:1 OR 4:1 SAND TO CEMENT RATIO).
INTERNAL BUTTRESSES CAN BE BUILT INTO THE WALL STRUCTURE TO IMPROVE WALL STRENTH, PARTICULARLY IN A LONG WALL (OVER 20ft).
BACK FILL GARDEN SIDE OF WALL WITH GRAVEL TO AID DRAINAGE AND INCLUDE DRAINAGE TUBES BUILT IN THROUGH WALL AT LOW LEVEL AT APPROX. 3-4fT INTERVALS ALONG THE LENGTH OF THE WALL.
LEAVE FINISHED WALL FOR A FEW DAYS BEFORE EARTHING UP ON GARDEN SIDE.(INTRODUCE PLENTY OF GRAVEL BETWEEN EARTH AND WALL, AGAIN TO IMPROVE DRAINAGE).
HOPE THIS HELPS,
ALDA.